|
Universidade do Minho >
Browsing by author Tralli, A.
Showing results 1 to 12 of 12.
| Issue Date | Title | Author(s) | Type | | 2006 | 3D homogenized limit analysis of masonry buildings subjected to horizontal loads | Milani, G.; Lourenço, Paulo B.; Tralli, A. | conferenceObject |
| Nov-2007 | 3D homogenized limit analysis of masonry buildings under horizontal loads | Milani, G.; Lourenço, Paulo B.; Tralli, A. | article |
| Nov-2007 | Analysis of masonry structures : review of and recent trends in homogenization techniques | Lourenço, Paulo B.; Milani, G.; Tralli, A., et al. | article |
| 2006 | Homogenisation approaches for structural analysis of masonry buildings | Lourenço, Paulo B.; Zucchini, Alberto; Milani, G., et al. | conferenceObject |
| 2006 | Homogenised limit analysis of masonry walls : part I : failure surfaces | Milani, G.; Lourenço, Paulo B.; Tralli, A. | article |
| 2006 | Homogenised limit analysis of masonry walls : part II : structural examples | Milani, G.; Lourenço, Paulo B.; Tralli, A. | article |
| 2006 | A homogenization approach for the limit analysis of out-of-plane loaded masonry walls | Milani, G.; Lourenço, Paulo B.; Tralli, A. | article |
| 2009 | Homogenized rigid-plastic model for masonry walls subjected to impact | Milani, G.; Lourenço, Paulo B.; Tralli, A. | article |
| 2006 | A kinematic limit analysis approach for masonry buildings: in- and out-of-plane failure mechanisms | Milani, G.; Lourenço, Paulo B.; Tralli, A. | conferenceObject |
| 2005 | A micro-mechanical model for the homogenized limit analysis of out-of-plane loaded masonry walls | Milani, G.; Lourenço, Paulo B.; Tralli, A. | conferenceObject |
| 2005 | A simple homogenized micro mechanical model for the analysis at the collapse of out-of-plane loaded masonry walls | Milani, G.; Lourenço, Paulo B.; Tralli, A. | conferenceObject |
| 2004 | A simple micro-mechanical model for the homogenised limit analysis of masonry walls | Milani, G.; Lourenço, Paulo B.; Tralli, A. | conferenceObject |
Showing results 1 to 12 of 12.
|
